NBC 2015 Návrhový pružný smyk v základu Ve podle NBC 2015, součinitel

Additional factor to be applied to the design elastic base shear, V_e, according to NBC 2015

M a x (\frac{2 S (0, 2)}{3 S (T_{a})} \leq 1, 0, \frac{S (0, 5)}{S (T_{a})} \leq 1, 0)

S(0.2)	Design spectral response acceleration for a period of T = 0.2 sec
S(0.5)	Design spectral response acceleration for a period of T = 0.5 sec
S(T_a)	Design spectral response acceleration for the fundamental lateral period of vibration of the structure in the direction under consideration